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COMPLIANCE INFO 1989-2002
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0500267
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COMPLIANCE INFO 1989-2002
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Last modified
7/6/2020 4:39:41 PM
Creation date
11/7/2018 11:43:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1989-2002
RECORD_ID
PR0500267
PE
2381
FACILITY_ID
FA0004707
FACILITY_NAME
BRYSONS HEATING & AIR
STREET_NUMBER
907
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15133505
CURRENT_STATUS
02
SITE_LOCATION
907 S WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\W\WILSON\907\PR0500267\COMPLIANCE INFO 1989-2002.PDF
QuestysFileName
COMPLIANCE INFO 1989-2002
QuestysRecordDate
10/30/2017 3:37:59 PM
QuestysRecordID
3707298
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
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- -The soil typeencountered in the boring-were:silty clay from beneath the concret€, to A---- <br /> depth of approximately 8.5 feet, silty sand from 8.5 feet to approximately 11.5 feet, <br /> silt from 11.5 feet to approximately 22.5 feet, sand from 22.5 feet to approxitriately <br /> 35.5 feet. The boring was completed at a depth of approximately 36 feet in a clay. A <br /> copy of a boring log legend and the boring log are attached. <br /> The soil samples for potential laboratory analysis were collected by drilling to <br /> immediately above the sampling interval. A modified California split-spoon sampler <br /> lined with three 6-inch stainless steel tubes was then driven into the undisturbed soil. <br /> Upon removal from the boring, the sampler was opened and the bottom tube removed. <br /> Upon removal, the bottom tube was immediately sealed with Teflon sheeting and <br /> plastic caps, labeled, logged on a chain-of-custody, and placed in an iced cooler. <br /> Upon completion of the boring and soil sampling, the boring was grouted through <br /> tremie pipe using a cement bentonite grout. The grout was mixed at approximately 8.5 <br /> .gallons of potable water per 94-pound sack of Portland Type I-II cement with 3 percent <br /> (by weight) bentonite. <br /> Analylical Results <br /> Two soil samples were designated by SJCEHD for quantitative analysis. Soil samples <br /> from 20 and 35 feet below the ground surface were submitted to Superior Precision <br /> Analytical Laboratories, Inc. (Superior) in Martinez, California under chain-of-custody <br /> control. Superior is certified by the State of California Department of Toxic <br /> Substances Control (DTSC) for the requested analyses. Both samples were analyzed <br /> for: <br /> Purgeable total petroleum hydrocarbons (TPH) as gasoline by EPA Method <br /> 8015M/5030 <br /> Benzene, toluene, ethylbenzene and xylenes (BTEX) by EPA Method 8020 <br /> Ethylene dibromide (EDB) by EPA Method 8011 <br /> Total lead by EPA Method 6010 <br /> The samples were analyzed on a standard laboratory turnaround. Analytical results <br /> were sent directly to SJCEHD by the laboratory. A copy of the laboratory data sheets <br /> and chain-of-custody form are attached. <br /> Purgeable TPH, BTEX and EDB concentrations were not detected above laboratory <br /> reporting limits (1, 0.003, and 0.001 mg/kg respectively). Total lead was detested at <br /> the laboratory reporting limit of 5 mg/kg in the 20-foot sample (/174228), but was not <br /> detected above laboratory reporting limit in the 35-foot sample (#74231). <br /> Conclusions and Recommendations <br /> Based on the analytical results of the verification soil samples and the field observations <br /> of Meinfelder's on-site representative, Kleinfelder recommends no further assessment <br /> or remediation. <br /> FR10-22(1993) Page 2 of 3 24220222-A00 <br /> Copyright 1993 Kteinfetder, Im. <br /> nr, . -- FC11 11"1-1,, CA Q=..9— air, :LL'-�j <br />
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